A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Pressure dispersion type rib plate suspended anchor type retaining wall
The invention provides a pressure dispersion type rib plate suspended anchor type retaining wall which comprises a plurality of L-shaped rib columns and a plurality of panels, the rib columns are arranged on a foundation in parallel at certain intervals, and the panels are arranged between every two adjacent rib columns in the vertical direction. The L-shaped rib columns are matched with the face plate and the bottom plates, self-stability is achieved, temporary supports do not need to be arranged, meanwhile, the overall stability of the retaining wall can be improved through filling soil on the bottom plates, in addition, the rib columns are connected with the anchoring plates through the pull rods, the soil pressure of the filling soil on the retaining wall is resisted, and the retaining wall is more stable. Compared with a traditional anchoring plate retaining wall, the number of the anchoring plates is larger than one at the same height of each rib column, a pressure dispersion type structure is formed, the soil mass stress on the front portion of the single anchoring plate is reduced, and the damage possibility of the soil mass in front of the plate is reduced.
本发明提供了一种压力分散型肋板悬锚式挡墙，包括肋柱，为L型，数量若干，所述肋柱在地基上按一定间距平行排列，面板，数量若干，所述面板沿着竖直方向设置在相邻两根肋柱之间；底板，数量若干，所述底板沿着水平方向设置在相邻两根肋柱之间，本发明L型肋柱配合面板及底板，具备了自稳性，不需设置临时支撑，同时底板上的填土可以增加挡墙整体稳定性，此外肋柱通过拉杆和锚定板相连接，抵抗填土对挡墙的土压力，相对于传统锚定板挡墙，本发明每根肋柱的同一高度，锚定板个数大于一个，形成压力分散型结构，降低了单块锚定板前部的土体应力，减少了板前土体的破坏可能性。
Pressure dispersion type rib plate suspended anchor type retaining wall
The invention provides a pressure dispersion type rib plate suspended anchor type retaining wall which comprises a plurality of L-shaped rib columns and a plurality of panels, the rib columns are arranged on a foundation in parallel at certain intervals, and the panels are arranged between every two adjacent rib columns in the vertical direction. The L-shaped rib columns are matched with the face plate and the bottom plates, self-stability is achieved, temporary supports do not need to be arranged, meanwhile, the overall stability of the retaining wall can be improved through filling soil on the bottom plates, in addition, the rib columns are connected with the anchoring plates through the pull rods, the soil pressure of the filling soil on the retaining wall is resisted, and the retaining wall is more stable. Compared with a traditional anchoring plate retaining wall, the number of the anchoring plates is larger than one at the same height of each rib column, a pressure dispersion type structure is formed, the soil mass stress on the front portion of the single anchoring plate is reduced, and the damage possibility of the soil mass in front of the plate is reduced.
本发明提供了一种压力分散型肋板悬锚式挡墙，包括肋柱，为L型，数量若干，所述肋柱在地基上按一定间距平行排列，面板，数量若干，所述面板沿着竖直方向设置在相邻两根肋柱之间；底板，数量若干，所述底板沿着水平方向设置在相邻两根肋柱之间，本发明L型肋柱配合面板及底板，具备了自稳性，不需设置临时支撑，同时底板上的填土可以增加挡墙整体稳定性，此外肋柱通过拉杆和锚定板相连接，抵抗填土对挡墙的土压力，相对于传统锚定板挡墙，本发明每根肋柱的同一高度，锚定板个数大于一个，形成压力分散型结构，降低了单块锚定板前部的土体应力，减少了板前土体的破坏可能性。
Pressure dispersion type rib plate suspended anchor type retaining wall
一种压力分散型肋板悬锚式挡墙
LU CAIJIN (author) / QIN ZHIQING (author) / AI SIYA (author) / LIU WENGANG (author) / ZHANG DENG (author) / YOU LICHAO (author) / GAO ZHI (author) / WU QINGXIONG (author) / HUANG QINGWEI (author)
2024-01-30
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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